CMF / CRF Details
CMF ID: 7747
Install shoulder rumble strips
Description:
Prior Condition: Roadways without should rumble strips
Category: Shoulder treatments
Study: Validation and Application of Highway Safety Manual (Part D) in Florida, Abdel-Aty et al., 2014
Star Quality Rating: | [View score details] |
Rating Points Total: | 70 |
Crash Modification Factor (CMF) | |
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Value: | 0.73 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.07 |
Crash Reduction Factor (CRF) | |
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Value: | 27 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 7 |
Applicability | |
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Crash Type: | All |
Crash Severity: | All |
Roadway Types: | Not specified |
Street Type: | |
Minimum Number of Lanes: | 2 |
Maximum Number of Lanes: | |
Number of Lanes Direction: | |
Number of Lanes Comment: | > = 2 Lanes |
Crash Weather: | Not specified |
Road Division Type: | All |
Minimum Speed Limit: | 65 |
Maximum Speed Limit: | 70 |
Speed Unit: | mph |
Speed Limit Comment: | |
Area Type: | Rural |
Traffic Volume: | Minimum of 2000 to Maximum of 50000 Annual Average Daily Traffic (AADT) |
Average Traffic Volume: | |
Time of Day: | All |
If countermeasure is intersection-based | |
Intersection Type: | |
Intersection Geometry: | |
Traffic Control: | |
Major Road Traffic Volume: | |
Minor Road Traffic Volume: | |
Average Major Road Volume : | |
Average Minor Road Volume : |
Development Details | |
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Date Range of Data Used: | 2005 to 2010 |
Municipality: | |
State: | FL |
Country: | USA |
Type of Methodology Used: | Before/after using comparison group |
Sample Size (sites): | 24 sites before, 24 sites after |
Sample Size (site-years): | 48 site-years before, 48 site-years after |